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6.6 PLANS TO EXPAND OR MODIFY THE WATER SYSTEM` <br /> The current water system is inadequate to meet current ISO storage requirements for fire flow and <br /> inadequate to meet 1998 peak hour fire flow requirements. An additional 400,000 gallons of <br /> storage will meet the City's ISO and peak hour storage requirements for the next 20 years. <br /> Additional storage is planned to be installed in 1998. <br /> Additional well capacity is needed to meet the projected demand. Since the City does not want <br /> to drill another well, the City is looking into redeveloping the existing wells to get additional firm <br /> pumping capacity. <br /> To be able to increase the firm pumping capacity, both wells will need to be redeveloped. It is <br /> estimated that Well No. 1 can be increased from 625 gpm to approximately 1000 gpm and Well <br /> No. 2 can be increased from 650 gpm to approximately 1000 gpm. After both wells have been <br /> redeveloped, the daily firm pumping capacity is anticipated to be 1.080 MGD. The projected <br /> maximum day demand in the year 2015 is 1.129 MGD. It should be noted that the 1.129 MGD <br /> is based on development of commercial and industrial development at 1,000 gpd. If the <br /> Commercial/industrial development does not require that kind of water demand, it is possible that <br /> the year 2015 maximum day demand will be less than the 1.080 MGD available after redeveloping <br /> Loth wells. <br /> The City will implement stricter water conservation measures in the future to reduce maximum <br /> day demands so that an additional well will not be necessary. <br /> Following is the City's proposed implementation schedule for the projected needed water system <br /> projects. <br /> Implementation Schedule: <br /> Item Puruose Pr jected Installation Year <br /> Redevelop Well No. 1 Provide 200 to 500 gpm 1998 to 1999 <br /> additional pump capacity <br /> Redevelop Well No. 2 Provide 200 to 500 1999 to 2000 <br /> additional firm pump <br /> capacity <br /> 400,000 gallon storage Meet projected storage 1997 to 1999 <br /> tank requirements <br /> CWP- 260A.080 6 -8 260-090-25 <br />